Attachment 10 - ERR Review verificationform1700-079_No-Low Impact.pdf

Form 1700-079 (R 03/23)

Endangered Resources (ER) Review Verification Broad Incidental Take Permit/Authorization for No/Low Impact Activities

Note: In order to fill and save this form electronically, it must be opened using Adobe Reader or Acrobat software.

Save a copy of the file, open Adobe Reader, select File > Open and browse for the file you saved.

Notice: This form is authorized by s. 29.604, Wis. Stats. This completed signed form, once submitted to DNRERReview@wi.gov using the Submit by Email button at the bottom of the form, fulfills the requirement of an Endangered Resources Review and should be attached to other permits requiring an ER Review to show that Endangered Resources requirements have been met. Personal information collected on this form will be used for administrative purposes and may be provided to requesters to the extent required by Wisconsin's Public Records law [ss.

19.31-19.39, Wis. Stats.].

Instructions: Complete this form if your project is covered under the Broad Incidental Take Permit/Authorization for No/Low Impact Activities and therefore does not require an Endangered Resources Review.

State of Wisconsin Department of Natural Resources Bureau of Natural Heritage Conservation Endangered Resources Review Program PO Box 7921, Madison WI 53707-7921 https://dnr.wi.gov/topic/ERReview/ DNRERReview@wisconsin.gov

Section 1: Applicant and Project Information Requester Name

Mike Harnung Organization or Agency Name

IMEG Corp.

Project Name

Tomah VA Medical Center Materials Storage

County

Monroe

Township

18 N

Range

E W

Section

Telephone Number

(563) 823-6061

Email Address

Mike.W.Harnung@imegcorp.com

Project Description The project includes excavation/grading, paving for sidewalk, parking and access drive, construction of four bio-swales/ detention areas, landscaping including seeding/tree plantings.

Indicate who you are completing this form as:

DNR Staff

Certified Reviewer

Other:

Section 2: Broad Incidental Take Permit/Authorization Coverage Information How is your project covered under the Broad Incidental Take Permit/Authorization for No/Low Impact Activities?

It is included in the list of activities in Table 1 – No/Low Impact Table for All Species at All Times of the Year.

It is included in the list of activities in Table 2 – No/Low Impact Table by Taxa Group for DNR Staff and ER Certified Reviewers Only and the Taxa groups for the species of concern are covered.

It is included in the list of activities in Table 2 – No/Low Impact Table by Taxa Group for DNR Staff ER Certified Reviewers Only and the species of concern are covered by the Avoidance Measures document.

Activity Number(s) 2-A1, Any activity performed entirely within in urban/residential areas, manicured lawn or other artificial/paved surface.

Section 3: Applicant Certification By my signature below, I certify that to the best of my knowledge, the information stated above is complete and accurate.

Signature Angela White

Date Signed 12/7/2023

Requester/Submitter Name (please print) Angela White

Leave Blank – DNR Use Only Approve/Deny Form

Approved Denied

DNR Reviewer Name

Melissa Tumbleson DNR Reviewer Date

12/07/2023

Surface Water Data Viewer Map

DISCLAIMER: The information shown on these maps has been obtained from various sources, and are of varying age, reliability and resolution. These maps are not intended to be used for navigation, nor are these maps an authoritative source of information about legal land ownership or public access. No warranty, expressed or implied, is made regarding accuracy, applicability for a particular use, completeness, or legality of the information depicted on this map. For more information, see the DNR Legal Notices web page: http://dnr.wi.gov/legal/990

0.0

1:NAD_1983_HARN_Wisconsin_TM

Miles0.00.02

Notes

Legend

Wetland Indicators

Lake Class Areas

Riverine/ditch Class Areas

Wetland Class Areas

Wetland Class Points

Dammed pond

Excavated pond

Filled/drained wetland

Wetland too small to delineate

Filled excavated pond

Filled Points

Wetland Class Areas

Filled Areas

Impaired Rivers and Streams

Impaired Lakes

Stream Assessments

Lake Assessments

PNW-ASNRI Sensitive Areas of Lakes

PNW-ASNRI Wild and Scenic Rivers

PNW-ASNRI Outstanding and Exceptional Streams

PNW-ASNRI Trout Streams

PNW-ASNRI Wild Rice Streams

PNW-ASNRI Outstanding and Exceptional Lakes

PNW-ASNRI Special Area Management Plan Streams

PNW-ASNRI Special Wetlands Inventory Study Streams

PNW-ASNRI Coastal Wisconsin Wetlands Streams

PNW-ASNRI Special Area Management Plan Areas

PNW-ASNRI Special Wetlands Inventory Study Areas

PNW-ASNRI Coastal Wisconsin Wetlands Areas

Public Portal ID: oIddQunP@

12/6/2023, 3:48:25 PM 1 of 3

Endangered Resources Preliminary Assessment

Created on 12/6/2023. This report is good for one year after the created date.

DNR staff will be reviewing the ER Preliminary Assessments to verify the results provided by the Public Portal. ER Preliminary Assessments are only valid if the project habitat and waterway-related questions are answered accurately based on current site conditions. If an assessment is deemed invalid, a full ER review may be required even if the assessment indicated otherwise.

Results

A search was conducted of the NHI Portal within a 1-mile buffer (for terrestrial and wetland species) and a 2-mile buffer (for aquatic species) of the project area. Based on these search results, below are your next steps.

An ER Review is needed to ensure compliance with Wisconsin’s Endangered Species Law (s. 29.604 Wis. Stats.) and the Federal Endangered

Species Act (16 USC ss 1531-43). Therefore you should request an Endangered Resources Review https://dnr.wi.gov/topic/ERReview/Review.html

The ER Review will list the endangered resources that have been recorded within the vicinity of the project area and follow-up actions may be necessary.

One (or more) of the following situations apply:

The species recorded are state or federal threatened or endangered animals.

The species recorded are state threatened or endangered plants on public land.

The species recorded are federal threatened or endangered plants on federal land or involve federal funds or a federal permit.

The project site overlaps the Karner Blue Butterfly High Potential Range.

The project overlaps the Rusty Patched Bumble Bee High Potential Zone.

A copy of this document can be kept on file and submitted with any other necessary DNR permit applications to show that the need for an ER Review has been met. This notice only addresses endangered resources issues. This notice does not constitute DNR authorization of the proposed project and does not exempt the project from securing necessary permits and approvals from the DNR and/or other permitting authorities.

Project Information

Landowner name Veterans Administration

Project address 500 East Veterans Street, Tomah, WI

Project description The proejct incoudes distrubance of ~1.55 acres, which includes clearing of grass/vegetation, minor tree removal, excavation/grading activities, paving for sidewalk, parking lot & access drive, construction of a materials storage building, construction of four bio-swale detention areas, & landscaping.

Project Questions

Does the project involve a public property? Yes

Is there any federal involvement with the project? Yes

Is the project a utility, agricultural, forestry or bulk sampling (associated with mining) project? No

Is the project property in Managed Forest Law or Managed Forest Tax Law? No

Project involves tree or shrub removal? Yes

Is project near (within 300 ft) a waterbody or a shoreline? Yes

Is project within a waterbody or along the shoreline? No https://dnr.wi.gov/topic/ERReview/Review.html

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Project Area Maps

The information shown on these maps has been obtained from various sources, and is of varying age, reliability and resolution. These maps are not intended to be used for navigation, nor are these maps an authoritative source of information about legal land ownership or public access. Users of these maps should confirm the ownership of land through other means in order to avoid trespassing. No warranty, expressed or implied, is made regarding accuracy, applicability for a particular use, completeness, or legality of the information depicted on this map. For more information, see the DNR Legal Notices web page: http://dnr.wi.gov/legal/.

https://dnrx.wisconsin.gov/nhiportal/public

101 S. Webster Street . PO Box 7921 . Madison, Wisconsin 53707-7921 http://dnr.wi.gov/legal/ https://dnrx.wisconsin.gov/nhiportal/public

VA Med. Center Materials Storage

Mike.W.Harnung PolyLine

Mike.W.Harnung Callout Approximate Site Disturbance Area

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

95% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

PRELIM

INARY NOT FOR

CONSTRUCTION

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

11/16/2023 RJJ SDS

RAILROAD SPIKE, FOUND

SURVEY BOUNDARY

HANDHOLE

POWER POLE

STORM MANHOLE

HYDRANT

WATER VALVE

GAS VALVE

STORM INLET

LIGHT POLE

SIGN

STORM DOUBLE INLET

SPOT ELEVATION

MEASURED DIMENSION

L E G E N D

RECORDED DIMENSION

R.O.W. MARKER, FOUND

ELECTRIC PEDESTAL/TRANSFORMER

TELEPHONE PEDESTAL

TELEPHONE POLE

SOIL BORING HOLE

FLARED END SECTION

SECTION LINE

EASEMENT LINE

CHAIN LINK FENCE

OVERHEAD ELECTRIC

GAS LINE

UNDERGROUND ELECTRIC

GUARD RAIL

SANITARY/STORM CLEANOUT

TELEPHONE LINE

R.O.W. LINE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

UTILITY MANHOLE

LIGHT JUNCTION BOX

CONIFER TREE

DECIDUOUS TREE

TREE STUMP

BUSH/SHRUB

VAPOR LIGHT

CONTROL POINT

UNKNOWN MANHOLE

WELL

GUY WIRE

FLAGPOLE

POST/BOLLARD

TREE LINE

HISTORICAL LINE - AS NOTED

PROPERTY LINE

DOWNSPOUT

BENCHMARK

ELECTRIC METER

WATER METER

FORCE MAIN

SANITARY SEWER

STORM SEWER

PIPE UNDERDRAIN

WATER LINE

SETBACK LINE

UTILITY LINE

GUY POLE

GRADE LABEL

POWER POLE W/ LIGHT

POWER POLE W/ METER

DRAINAGE SLOPE

LINE CONTINUATION

CONTOUR

CENTERLINE

SANITARY MANHOLE

FLOOD PLAIN

FLOODWAY

PROPOSED EXISTING

SILT FENCE

CONCRETE MONUMENT, FOUND

CONSTRUCTION LIMITS

PIPE, FOUND

STORM INLET

SPRINKLER BOX

WATER SERVICE

EDGE OF WATER LINE/DITCH FLOWLINE

PCC PAVEMENT

PAVEMENT REMOVAL

HMA PAVEMENT

NOTES & LEGEND

CJ101

GENERAL NOTES

1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL

COMPLY WITH THE CITY OF TOMAH DESIGN AND SPECIFICATIONS,

LATEST EDITION, AND THE STANDARDS OF THE WISCONSIN

DEPARTMENT OF NATURAL RESOURCES, LATEST EDITION.

2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN

PLOTTED FROM AVAILABLE SURVEYS, RECORDS, AND FIELD

INVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED

APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE

EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR

EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.

3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL

BE PROPERLY DISPOSED OF OFF-SITE UNLESS NOTED.

4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT

THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPAIRING ANY DAMAGE.

5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE

FOLLOWING PROPERTIES. COMPRESSING STRENGTH SHALL BE

4000PSI IN 28 DAYS, AIR ENTRAINMENT SHALL BE BETWEEN 5 % AND

8% AND SLUMP SHALL BE 4 INCHES OR LESS ALL AS MEASURED BY

THE APPROPRIATE ASTM METHODS. REINFORCING STEEL SHALL BE

ASTM CERTIFIED 60KSI TENSILE STRENGTH. REINFORCING STEEL

SHALL BE #4 SIZE UNLESS OTHERWISE SPECIFIED. HANDRAILS,

BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER

PLAN AND MEET JURISDICTIONAL REQUIREMENTS.

6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY

CONTRACTOR ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE

CONTRACTOR'S EXPENSE. ALL WASTE MATERIAL, CONCRETE

WASHOUT, LANDSCAPE WASTE AND BUILDING MATERIAL SHALL BE

REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS AND THE

PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER.

GRADING NOTES

1. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR

TOP OF PAVEMENT UNLESS OTHERWISE STATED.

2. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE

CONSTRUCTION AREAS. DO NOT ALLOW WATER TO POND ON

PROPERTY.

3. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE

SCARIFIED TO A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95%

DENSITY. ANY UNSUITABLE SOILS FOUND AT THIS TIME SHALL BE

DRIED AND RECOMPACTED OR REMOVED IF REQUIRED COMPACTION

CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE SCARIFIED TO A

DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY.

4. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS

PLACED IN LOOSE LIFTS OF 9 INCHES OR LESS AND COMPACTED TO

AT LEAST 95% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR

DRY DENSITY (ASTM D-698) IN ALL PAVEMENT AREAS. THE

COMPACTION WILL BE FIELD TESTED BY A SOILS ENGINEERING

CONSULTANT REPRESENTING THE OWNER.

5. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING

RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING,

INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT.

6. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL

BE SEEDED ACCORDING TO A RECOMMENDED SEEDING MIX BY THE

LANDSCAPER AND COVERED WITH EROSION CONTROL BLANKETS OR

AS DIRECTED BY PLAN DOCUMENTS.

7. CONTRACTOR SHALL ADHERE TO THE CITY OF TOMAH EROSION AND

SEDIMENT CONTROL REGULATIONS AND THE STATE OF WISCONSIN

CONSTRUCTION SITE EROSION CONTROL MANUAL.

8. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE

LEFT WITH 6 INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES

ARE COMPLETE.

EROSION CONTROL NOTES

1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING

OPERATIONS WHERE POSSIBLE.

2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT

OFF-SITE TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY

SEDIMENT DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY

SHOVELING OR STREET CLEANING BEFORE THE END OF EACH

WORKING DAY.

3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE.

ACTUAL LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME

OF CONSTRUCTION.

4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE

FILTERED.

5. ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY

SUSPENDED FOR LONGER THAN 28 DAYS (SUCH AS WINTER

SHUTDOWN), THE CONTRACTOR SHALL INITIATE SEEDING ON ALL

AREAS DISTURBED IMMEDIATELY OF THE LAST DISTURBANCE.

EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE

MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND

OF GRASS OF UNIFORM COLOR AND DENSITY TO THE

SATISFACTION OF THE ENGINEER.

6. CONTRACTOR SHALL ADHERE TO THE WISCONSIN CONSTRUCTION

SITE EROSION CONTROL MANUAL.

7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE

POSSIBLE ) PRIOR TO THE COMMENCEMENT OF ANY EARTH

DISTURBING OPERATIONS. THE REMAINING EROSION CONTROL

MEASURES SHALL BE INSTALLED AS SOON AS REASONABLY

POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE

PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES,

DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS

SHALL BE UTILIZED UNTIL SILT FENCE OR OTHER MEASURES MAY

BE INSTALLED AND VEGETATION ESTABLISHED.

8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND

AFTER EACH PRECIPITATION EVENT AND REPLACED OR REPAIRED

AS NECESSARY.

9. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR

REPLACED WHEN SILT BUILDS UP TO WITHIN ONE FOOT OF THE TOP

OF THE SILT FENCE.

10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING

RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING,

INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT.

11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE.

WASHOUT SHOULD BE FILLED IN AND SEEDED.

12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE

SEEDED WITH ADJACENT SEED MIXTURE OR IN-KIND.

UTILITY NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

PROTECT ALL EXISTING UTILITIES AND PAVED STREETS, INCLUDING

ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL

VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND

NOTIFY THE ENGINEER IF ANY CONFLICTS WITH THE DRAWINGS

OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED

STREETS CAUSED BY TRENCHING AND GRADING OPERATIONS

SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING

UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE.

2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED

PARTIALLY IN THE FIELD AND PARTIALLY FROM REVIEW OF

EXISTING PUBLIC RECORDS. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO CONTACT EACH UTILITY COMPANY FOR THE FIELD

LOCATION OF THEIR EXISTING LINES IN OR NEARBY THE

CONSTRUCTION AREA PRIOR TO BEGINNING ANY CONSTRUCTION.

3. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO

PROTECT THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR REPAIRING ANY DAMAGE.

4. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES

SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR

INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR

CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE

OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER,

CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND

COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT

EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND

UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. REROUTING,

DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY MUST BE

COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY

AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF

HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND

UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

5. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN

CONFORMANCE WITH THE PIPE MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION METHODS INCLUDING

BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL

BE AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE

REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH,

MATERIAL TYPE AND CONFORMITY WITH THE EXISTING SYSTEM.

SEWER LINES SHALL BE CONSTRUCTED STRAIGHT TO THE

SPECIFIED LINE AND GRADES. MANHOLES, STORM INLETS, VALVE

BOXES AND APPURTENANCES SHALL BE ADJUSTED TO GRADE OR

PER PLAN PRIOR TO SEEDING/LANDSCAPING ACTIVITIES.

IMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITS EMPLOYEES WHO PROVIDE PROFESSIONAL ENGINEERING AND SURVEYING SERVICES. A COPY OF THESE PROCEDURES IS AVAILABLE FROM THE SAFETY OFFICER. IMEG CORP. PERSONNEL ARE NOT TRAINED IN CONTRACTOR (CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES.

THE METHODS AND MEANS TO COMPLY WITH CONSTRUCTION SITE SAFETY ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

PROJECT

LOCATION

INDEX OF SHEETS

SHEET TITLE SHEET NUMBER

NOTES & LEGEND CJ101

EXISTING CONDITIONS & DEMOLITION PLAN CD101

SITE LAYOUT & PAVING PLAN CS101

GRADING PLAN CG101

EROSION CONTROL PLAN CG102

CIVIL DETAILS CK101

AutoCAD SHX Text T

AutoCAD SHX Text 100.00'

AutoCAD SHX Text (100.00')

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

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AutoCAD SHX Text E

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AutoCAD SHX Text J

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AutoCAD SHX Text 6"

AutoCAD SHX Text U

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AutoCAD SHX Text 12"

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TC=

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FL=

AutoCAD SHX Text 100.00

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SURVEY CONTROL POINT SCHEDULE

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POINT #

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NORTHING

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EASTING

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ELEVATION

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DESCRIPTION

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AutoCAD SHX Text 400418.56

AutoCAD SHX Text 710189.27

AutoCAD SHX Text 951.97

AutoCAD SHX Text

SET 5/8 INCH REBAR WITH PLASTIC CAP

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AutoCAD SHX Text 400373.46

AutoCAD SHX Text 708832.86

AutoCAD SHX Text 952.52

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SET 5/8 INCH REBAR WITH PLASTIC CAP

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AutoCAD SHX Text 400865.61

AutoCAD SHX Text 708832.26

AutoCAD SHX Text 953.45

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SET 5/8 INCH REBAR WITH PLASTIC CAP

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AutoCAD SHX Text 401031.22

AutoCAD SHX Text 709136.92

AutoCAD SHX Text 955.16

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SET 5/8 INCH REBAR WITH PLASTIC CAP

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AutoCAD SHX Text 401575.04

AutoCAD SHX Text 709149.04

AutoCAD SHX Text 950.57

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SET 5/8 INCH REBAR WITH PLASTIC CAP

AutoCAD SHX Text

AutoCAD SHX Text 400850.58

AutoCAD SHX Text 710014.59

AutoCAD SHX Text 950.34

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SET 3.25 INCH BRASS CAP IN CONCRETE, STAMPED "CP 1"

AutoCAD SHX Text

AutoCAD SHX Text 402170.81

AutoCAD SHX Text 709267.02

AutoCAD SHX Text 948.48

AutoCAD SHX Text

SET 3.25 INCH BRASS CAP IN CONCRETE, STAMPED "CP 3"

SCALE: 1" = '

0 20 40

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

95% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

PRELIM

INARY NOT FOR

CONSTRUCTION

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

11/16/2023 RJJ SDS

EXISTING CONDITIONS &

DEMOLITION PLAN

CD101

AutoCAD SHX Text

CHAINLINK FENCE

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SAND VOLLEYBALL COURT

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LIFT STATION UNABLE TO ACCESS

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GAZEBO

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CONC PVMT

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BIT PVMT

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BIT PVMT

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BIT PVMT

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GRAVEL

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HOLE #1 TEE BOX

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HOLE #1 GREEN

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GRAVEL CART PATH

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GRAVEL

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GRAVEL

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CONC PVMT

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CONC PVMT

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POSSIBLE ABANDONED GAS LINES

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ABANDONED LINE

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ABANDONED LINE

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EYE WASH STATION ON 4"X6" POST

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LANDSCAPE ROCK

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COMMUNICATIONS MH

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ELECTRIC MH

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8" CIP

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8" CIP

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REMOVE TREES DENOTED WITH `X' (TYP.)

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PROTECT EXISTING UNDERGROUND ELECTRIC

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PROTECT EXISTING WATER LINE

PROTECT EXISTING UTILITIES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

95% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

PRELIM

INARY NOT FOR

CONSTRUCTION

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

11/16/2023 RJJ SDS

SITE LAYOUT & PAVING PLAN

CS101

SITE

CK101

CK101

CK10112

CK101

CK101

CK101

CK101

CK101

CK101

CK101

CK101

CK101

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

SAND VOLLEYBALL COURT

AutoCAD SHX Text

LIFT STATION UNABLE TO ACCESS

AutoCAD SHX Text

GAZEBO

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

HOLE #1 TEE BOX

AutoCAD SHX Text

HOLE #1 GREEN

AutoCAD SHX Text

GRAVEL CART PATH

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

POSSIBLE ABANDONED GAS LINES

AutoCAD SHX Text

ABANDONED LINE

AutoCAD SHX Text

ABANDONED LINE

AutoCAD SHX Text

EYE WASH STATION ON 4"X6" POST

AutoCAD SHX Text

LANDSCAPE ROCK

AutoCAD SHX Text

COMMUNICATIONS MH

AutoCAD SHX Text

ELECTRIC MH

AutoCAD SHX Text

8" CIP

AutoCAD SHX Text

8" CIP

AutoCAD SHX Text

PROPOSED BUILDING FFE=953.00

AutoCAD SHX Text

MATCH ADJACENT PAVEMENT

AutoCAD SHX Text

MATCH ADJACENT PAVEMENT

AutoCAD SHX Text

PROPOSED TREE (TYP.)

AutoCAD SHX Text

4" ROLLOVER PCC CURB & GUTTER (TYP.)

AutoCAD SHX Text

TAPER CURB DOWN TO FLOWLINE

AutoCAD SHX Text

TAPER CURB DOWN TO FLOWLINE

AutoCAD SHX Text

6" BOLLARD (TYP.)SEE ARCHITECTURAL PLANS

AutoCAD SHX Text

LIMIT OF ALTERNATE BID PAVEMENT SECTION

AutoCAD SHX Text

4" STANDARD PCC CURB & GUTTER (TYP.)

4" STANDARD PCC CURB & GUTTER (TYP.)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

95% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

PRELIM

INARY NOT FOR

CONSTRUCTION

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

11/16/2023 RJJ SDS

GRADING PLAN

CG101

SITE

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

SAND VOLLEYBALL COURT

AutoCAD SHX Text

LIFT STATION UNABLE TO ACCESS

AutoCAD SHX Text

GAZEBO

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

HOLE #1 TEE BOX

AutoCAD SHX Text

HOLE #1 GREEN

AutoCAD SHX Text

GRAVEL CART PATH

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

POSSIBLE ABANDONED GAS LINES

AutoCAD SHX Text

ABANDONED LINE

AutoCAD SHX Text

ABANDONED LINE

AutoCAD SHX Text

EYE WASH STATION ON 4"X6" POST

AutoCAD SHX Text

LANDSCAPE ROCK

AutoCAD SHX Text

COMMUNICATIONS MH

AutoCAD SHX Text

ELECTRIC MH

AutoCAD SHX Text

8" CIP

AutoCAD SHX Text

8" CIP

AutoCAD SHX Text

PROPOSED BUILDING FFE=953.00

AutoCAD SHX Text

MATCH ADJACENT PAVEMENT GRADE

MATCH ADJACENT PAVEMENT GRADE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

95% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

PRELIM

INARY NOT FOR

CONSTRUCTION

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

11/16/2023 RJJ SDS

EROSION CONTROL PLAN

CG102

SITE

CK101

CK101

CK101

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

SAND VOLLEYBALL COURT

AutoCAD SHX Text

LIFT STATION UNABLE TO ACCESS

AutoCAD SHX Text

GAZEBO

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

BIT PVMT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

HOLE #1 TEE BOX

AutoCAD SHX Text

HOLE #1 GREEN

AutoCAD SHX Text

GRAVEL CART PATH

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

POSSIBLE ABANDONED GAS LINES

AutoCAD SHX Text

ABANDONED LINE

AutoCAD SHX Text

ABANDONED LINE

AutoCAD SHX Text

EYE WASH STATION ON 4"X6" POST

AutoCAD SHX Text

LANDSCAPE ROCK

AutoCAD SHX Text

COMMUNICATIONS MH

AutoCAD SHX Text

ELECTRIC MH

AutoCAD SHX Text

8" CIP

AutoCAD SHX Text

8" CIP

AutoCAD SHX Text

PROPOSED BUILDING FFE=953.00

AutoCAD SHX Text

CONCRETE WASHOUT

SILT FENCE (TYP.)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

TOMAH VA MEDICAL CENTER

MATERIAL STORAGE

TOMAH VA MEDICAL CENTER

Revision# Description Date:

95% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

SGA #221953

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot 6" on e in ch o ne fo ot 6" on e an d o ne h al f i nc he s = o ne fo ot 6" th re e in ch es o ne fo ot

6"

MECHANICAL / ELECTRICAL:

PRELIM

INARY NOT FOR

CONSTRUCTION

VA #676-233

50 South Sixth Street, Suite 1100 minneapolis, Minnesota 55402 Phone: 612-465-7550

Dunham Associates, Inc.

STRUCTURAL:

1717 State Street, Suite 201 Bettendorf, Iowa 52722 Phone: 563-231-5486

IMEG Corp

SITE

11/16/2023 RJJ SDS

CIVIL DETAILS

CK101

1 6" HEAVY DUTY HMA SECTION

N.T.S.CK101

6" HMA

COMPACTED SUBGRADE

(95% STD. DENSITY)

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

3 STANDARD CURB AND GUTTER

N.T.S.CK101

NOTE:

1. WHERE CURB & GUTTER IS ADJACENT

TO PCC PAVEMENT, CURB & GUTTER

MAY BE POURED MONOLITHICALLY

WITH PAVEMENT.

#4 TIE BAR

IF POURED SEPERATELY

8" AGG. BASE COURSE1'-0"

1" R

1' -0

12"

4" T

O P

SO

IL

IN

N

O N

-S O

D Z

O N

ES

6" 1"

CONCRETE CURB

& GUTTER

3" R

1'-0"

CONCRETE CURB &

GUTTER

4"

18"

12"

14" R

4 MOUNTABLE 4" CURB AND GUTTER

N.T.S.CK101

6"

2 8" HEAVY DUTY PCC PAVEMENT SECTION

N.T.S.CK101

8" PCC

COMPACTED SUBGRADE

(95% STD. DENSITY)

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

8" OF 34"Ø CRUSHED AGGREGATE

(98% STD. DENSITY)

2'-6"

R=3/4"

5 CURB TERMINATION TYP.

N.T.S.CK101

PER PLAN

10 CONCRETE WASH MANAGEMENT

N.T.S.CK101

A A

PLAN

NOT TO SCALE

TYPE "BELOW GRADE"

SECTION A-A

NOT TO SCALE

B B

PLAN

NOT TO SCALE

TYPE "ABOVE GRADE"

SECTION B-B

NOT TO SCALE

1. ACTUAL LAYOUT DETERMINED IN FIELD.

2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT.

OF THE TEMPORARY CONCRETE WASHOUT FACILITY

VA

R

IE

S

10' MIN

VA

R

IE

S

10' MIN

STAKE

(TYP.)

10 MIL

PLASTIC LINING

TWO-STACKED

2 X 12 ROUGH

WOOD FRAME

10 MIL PLASTIC LINING

SANDBAG

LATH & FLAGGING

ON ALL SIDES

BERM

BERM

SANDBAG

10 MIL PLASTIC LINING

3'

10 MIL

PLASTIC LINING

WOOD FRAME SECURELY FASTENED

AROUND ENTIRE PERIMETER WITH

TWO STAKES

9 CONSTRUCTION ENTRANCE

N.T.S.CK101

3" - 6" CLEAN STONE

12" THICK MINIMUM

PROFILE VIEW

PLAN VIEW

EX

IS

TI

N

G

PA

VE

M

EN

T

50' MINIMUM

' M

IN

50' MIN.

NOTES:

1. FOR TWO-WAY TRAFFIC, MINIMUM WIDTH IS 20

FEET. A MINIMUM OF 4 FEET OF WIDTH SHALL BE

ADDED FOR TRAILER TRAFFIC FOR A TWO-WAY

ENTRANCE.

2. ROADWAY SHALL FOLLOW THE CONTOUR OF THE

NATURAL TERRAIN TO THE EXTENT POSSIBLE.

3. REFER TO WDNR TECH STANDARD 1057.

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

NOTE:

GRATE

CASTING

SUPPORT SYSTEM

WITH LIFT HANDLES

SEDIMENT

BAD/FILTER

INLET

STRUCTURE

COVER

CASTING

GRATESEE DETAIL

ABOVE

OVERFLOW

AREA

SEDIMENT

BAG/FILTER

SUPPORT SYSTEM

WITH LIFT HANDLES

STORM

SEWERINLET

STRUCTURE

7 FRAMED INLET PROTECTION

N.T.S.CK101

1. REFER TO WDNR TECHNICAL STANDARD 1060.

UNDISTRIBUTED

GROUND

FILTER CLOTH

16" MIN. HEIGHT

OF FILTER CLOTH

0"

M

IN

0"

M

IN

8" M

IN EMBED FILTER CLOTH MIN.

10" INTO GROUND

48" MIN. FENCE POST

ROLL WITH TRACTOR

TIRE 1-4 TIMES

STATIC SLICE INSTALLATION

PERIMETER SEDIMENT CONTROL NOTES:

1. FENCE POST TO BE STEEL "T" OR "U" TYPE OR 2" HARDWOOD. FENCE POSTS

ARE TO BE DRIVEN INTO GROUND 18" MIN. AT 10' MAXIMUM SPACING.

2. FILTER CLOTH TO BE FILTER X, MIRAFI 100X, STABILINKA T140N. CLOTH TO BE

FASTENED SECURELY TO FENCE POSTS. WHEN TWO SECTIONS OF FILTER

CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED.

3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SEDIMENT REMOVED

WHEN IT REACHES HALF THE HEIGHT OF THE SILT FENCE.

4. REFER TO WDNR TECH STANDARD 1056.

8 SILT FENCE DETAIL

N.T.S.CK101

SINGLE JOINTANCHOR SLOT

STAPLE DETAIL

PARALLEL OVERLAPS

DETAIL 2DETAIL 1 DETAIL 3

FLOW

OVERLAP END OF UPSLOPE

BLANKET 4" OVER DOWNSLOPE

BLANKET AND SECURE WITH

STAPLES

PUSH PIN DETAIL

FLOW

FLOW

NOTES:

1. STAPLES SHALL BE PLACED IN A DIAMOND PATTERN AT 2 PER S.Y. FOR STICHED BLANKETS.

NON-STICHED SHALL USE 4 STAPLES PER S.Y. OF MATERIAL. THIS EQUATES TO 200 STAPLES WITH STICHED BLANKET AND 400 STAPLES WITH NON-STICHED BLANKET PER 100 S.Y. OF MATERIAL.

2. STAPLE OR PUSH PIN LENGTHS SHALL BE SELECTED BASED ON SOIL TYPE AND CONDITIONS

(MINIMUM STAPLE LENGTH IS 6").

3. EROSION CONTROL MATERIAL SHALL BE PLACED IN CONTACT WITH THE SOIL OVER A PREPARED

SEEDBED.

4. ALL ANCHOR SLOTS SHALL BE STAPLED AT APPROXIMATELY 12" INTERVALS.

5. REFER TO WDNR TECH STANDARD 1052.

6. EROSION CONTROL MAT TO BE SINGLE NETTED LIGHT DUTY (WISDOT CLASS 1 TYPE A) EROSION

MAT.

6" -9

1" MIN.

6" -9

4"

TAMP SOIL

FIRMLY

STAPLES

6"

STAPLES

4"MIN.12"

3"

4"MIN.

1.5" MIN.

6 EROSION CONTROL MAT

N.T.S.CK101

STAPLES

OVERLAP BLANKETS SIDE BY

SIDE USING A 4" OVERLAP WITH

UPSLOPE BLANKET LAID OVER

DOWNSLOPE BLANKET

BURY UPSLOPE

END OF BLANKET IN

TRENCH 6" WIDE BY

6" DEEP

BURY TOE OF BLANKET IN

TRENCH 6" WIDE BY 6" DEEP

VARIES SEE PLAN

6" TOPSOIL WITH SWALE PLANTINGS

GENERAL NOTES:

1. SEE PLAN FOR BIO-SWALE LAYOUT & DIMENSIONS.

2. ALL BIO-SWALE PLANTINGS TO BE SALT RESISTANT.

12 BIO-SWALE DETAIL

N.T.S.CK101

COMPACTED SUBGRADE

(95% STD. DENSITY)

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

VARIES SEE PLAN

PRETREATMENT

FOREBAY

MAIN STORAGE

BASIN

PROPOSED PAVEMENT

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

11 AGGREGATE APRON DETAIL

N.T.S.CK101

16" WISCONSIN DOT MEDIUM

RIP RAP

CURB & CURB CUT PER PLAN

10" OF 34"Ø CRUSHED AGGREGATE

(98% STD. DENSITY)

8" AGG. BASE COURSE

4" OF 2" CLEAR AGGREGATE

AGGREGATE APRON FROM PARKING LOT

WISCONSIN DOT MEDIUM

RIP RAP

RIP RAP SPILLWAY

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 951.00

AutoCAD SHX Text

ELEV = 949.00

ELEV = 950.00